Location: 
SIZE CLASSIFICATION: 
DELILAH S 
Longshore = 1010.83 m, 
Gravel 
(By Weight Percent) 
STANDARD STATISTICS: 
Median 
Mean 
Wentworth 
Unified 
Diameter 
Diameter 
Standard Deviation 
Diam. 
(phi) 
Weight 
C%) 
-2.25 0.000 
-1.00 2.282 
0.25 9.069 
1.50 6.556 
2515 Bolles 
Frequency Weight Percent 
Figure C6. Grain size distribution for sediment sample 5, 15 October 1990 
Appendix C Sediments 
Skewness 
Kurtosis 
Diam. 
(phi) 
-2.00 
-0.75 
0.50 
1.75 
3.00 
5.99 
0.00 
Method of Mom 
0.80 pl 
1.06 pi 
-0.36 
Qo 
Diam. 
(phi) 
“o05 
-0.50 
0.75 
2.00 
3.25 
Weight 
(CH 5) 
1.021 
1.338 
7.506 
8.532 
0.975 
iment Sample - 5 
Cross-shore 
Coarse Medium 
50.71 30.11 
5.99 57.93 
ents 
hi 
hi 
Weight 
(CH 5) 
0.945 -1 
BoA (0) 
7.455 1 
7.802 2 
0.209 3 
Sample: DELILAH 5 
} 
Grain Siz 
Diam. 
(phi) 
= 100.48 m, 
Fine 
13.18 
36.08 
Folk Graphic Measures 
0.85 phi 
0.83 phi 
1.07 phi 
-0.07 
0.93 
Weight 
C%) 
-50 0.684 
5) Dolls} 
-00 10.983 
-25 5.678 
oe) 0.015 
Moment Measures 
* Mean 
Std. Dev. 
Skewness 
0.80 PHI 
1.06 PHI 
-0.36 
Folk Measures 
© Median 
1 
2 (PHI) 
0.83 PHI 
0.00 
0.00 
Depth = 1.66 m 
Clay 
0.00 
0.00 
Grain Size 
0.556 mm 
0.575 mm 
Diam. 
(phi) 
Weight 
GE 
So25 07 
0.00 5.459 
1.25 7.220 
2.50 4.141 
Cy, 
